CN108412016A - Underground tube body assures construction method - Google Patents
Underground tube body assures construction method Download PDFInfo
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- CN108412016A CN108412016A CN201810213530.2A CN201810213530A CN108412016A CN 108412016 A CN108412016 A CN 108412016A CN 201810213530 A CN201810213530 A CN 201810213530A CN 108412016 A CN108412016 A CN 108412016A
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- Life Sciences & Earth Sciences (AREA)
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- Hydrology & Water Resources (AREA)
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention provides a kind of underground tube bodies to assure construction method, includes the following steps：1) pipeline groove excavate, 2) cushion construction, 3) Pipe installing fix, 4) assure concrete blinding construction, 5) assure concrete construction, 6) assure concrete construction joint processing, 7) trench backfill.The construction method of the present invention had not only solved the technical issues of unstability and infiltration leak of tube body interface of tube body, but also can play environmentally friendly, safety construction advantageous effect.
Description
Technical field
The invention belongs to buried pipe body construction technical fields, and in particular to a kind of underground tube body assures construction method.
Background technology
With the development of the city, sanitary sewage and trade effluent are more and more, and China water resource occupancy volume per person 2240 is flat
Square rice, belongs to one of 13 poor-water states of the world, and per capita water resource is only average 1/4 in the world.According to display, wherein human body is unsuitable
The surface water ratio being in direct contact reaches 32.3%；The water pollution of underground water is still serious, with carrying for people's environmental consciousness
The enhancing of high and national supporting dynamics, surface water quality are badly in need of improving, and especially black and odorous water is administered, and required underground utilities are also got over
Come it is more, but often by surface damage or because river water level rising make pipeline suspend caused by displacement deformation, lead to pipeline
It leaks, ooze sewage, deteriorate periphery aquatic environment, to influence daily life.In order to improve the durability of pipe structure, prevent
Infiltration ability and anti-floating ability, it usually needs built using special construction method.
Underground tube body is typically directly backfilled using graded gravel, but with the sedimentation of earth's surface, especially along riverbank
Pipeline, by washing away for river water, it is easy to cause the pedestal of tube body to come to nothing so as to cause collapse breaks, the earthing of pipeline also can be because
River water washes away, and conduit upper preloading is reduced, and pipeline is caused to float, and the interface of pipeline is the weak link of pipeline, is also easy to ooze
Water leak.
Invention content
In view of the above-mentioned problems, the present invention provides a kind of underground tube bodies to assure construction method, to solve only to lean on Cast-in-situ Piles in Sand-filling gravel
The technical issues of fixing unstability, the infiltration leak of tube body interface and the pipeline anti-floating of tube body.
The present invention is achieved through the following technical solutions.
Underground tube body assures construction method, it is characterised in that includes the following steps：
1) pipeline groove excavates：According to the design height of groove, excavated using slope formula；Wherein, after pipeline groove excavates
Groove pedestal be gravel layer or sandstone layer, if groove pedestal is filling soil layer, filling soil layer is changed to gravel layer with sandstone
Or sandstone layer；In the step, sandstone layer stable structure, gravel layer is closely knit, therefore groove pedestal is made with sandstone layer or gravel layer
For supporting course, it can preferably prevent earth's surface differential settlement from making tube body collapse breaks；
2) cushion construction：Using concreting bed course, when pouring bed course, conduit axis both sides are pre-buried is used for fixed -piping
Latch closure, bed course poured after in time maintenance；
3) Pipe installing is fixed：U-shaped concrete pad supporting pipeline is first passed through, steel band and the pre-buried ring of bed course are then used
Button connection makes pipeline fix, and pipe joint carries out closed-water test after installing；In the step, pass through U-shaped concrete pad pair
Pipeline is paid in advance, and being connect with latch closure using steel band makes pipeline fix, and be may not only facilitate pipe joint and is fast, stably pacified
Dress, pipe shifted when can also prevent from assuring concreting and influence the firm of pipe joint, so that interface is easy infiltration leak；
4) concrete blinding construction is assured：According to design requirement, assembled formwork fixes perpendicular rib, and outside is reinforced by holder,
It is carried out to drawing and inner support using water-stop opposite-pulling screw rod；
5) concrete construction is assured：Using layering, symmetrical, both sides while pouring ladle pipe concrete, wrapped when pouring first layer
The blowing thickness of pipe concrete does not allow 1/3 more than overall thickness, after first layer assures concrete initial set, pours remaining section；
The concrete of assuring is not more than 0.50 not less than C30, seepage-resistant grade using grade of compressive strength not less than P6, maximum water-cement ratio
Water-tight concrete；It in the step, is poured by layering, Symmetrical Continuous, effectively prevent pipeline deviation, floats；
6) concrete construction joint processing is assured：It assures concrete and sets one of expansion joint every 15~25m, slit width 30mm, and
It is impregnated with using asphalt, softboard progress barrier of the density less than 0.4g/30mm, expansion joint both ends use sealant sealing
It is stifled；The present invention solves by the encryption sealing of pitch penetration fiberboard and assures concrete extension joint seepage problem, and pitch penetration
Fiberboard working procedure is simple, and field fabrication is convenient and efficient, and stable quality is reliable；
7) trench backfill：Concrete is backfilled after reaching age, and backfill earth material must not contain organic impurities, must not use
As filler, Specific construction step is for mud or muck soil：Prior to bed course level to assuring between the high 200mm of top of concrete
Graded sand and stone is backfilled, control compactness coefficient is not less than 0.95；Continue to backfill with boulder later, and is filled using graded sand and stone
Seam；It finally is backfilled to road surface with aggregate chips or using the method for roadbed backfill, control compaction and subsidence difference is less than 5mm；In the prior art,
Underground tube body trench backfill is directly backfilled only with graded gravel, but with the sedimentation of earth's surface, it is easy to cause the pedestal of tube body
It comes to nothing so as to cause collapse breaks, in addition graded sand is easy by rain drop erosion, even more serious particularly with the pipeline along riverbank, from
And cause the earthing of pipeline to reduce, preloading reduction, so that pipeline is floated, the weak link interface of pipeline is also easy infiltration leak；
In addition, the present invention using graded sand and stone backfill in conjunction with boulder backfill, the backfill of the graded sand and stone cementation of fissures, aggregate chips, convenient for building edge
River water washes away pipeline substrate during can offsetting river abundance of water while the sidewalk of river.
As optimal technical scheme, in above-mentioned steps (1), the sandstone changes the compactness coefficient filled out and is not less than 0.97.
As optimal technical scheme, in the step (2), the concrete crushing strength grade used is C20, and bed course pours
Thickness is 10cm.
As optimal technical scheme, in above-mentioned steps (3), when the pipeline, which is HDPE hollow walls, enhances winding pipe, interface
Using hot-melt adhesive paste；When the pipeline is concrete duct, interface uses spigot-and-socket flexible interface, the sealing of blend rubber circle；Institute
State pipeline be steel pipe when, interface using welding manner connection.
As optimal technical scheme, in above-mentioned steps (4), the outside reinforces specific method by holder and is：Using Φ
48 × 3.5mm steel pipe supports are reinforced, and set one of bearing diagonal every 3m, diagonal brace angle is 60 °；3 double cross bars are set, double cross bars it
Between spacing be 90cm, first pair of cross bar away from bedding plane be 5cm；Every 1.5m, 1 montant is set.
It is described to be carried out using water-stop opposite-pulling screw rod to drawing and the tool of inner support in above-mentioned steps (4) as optimal technical scheme
Body method is：First of sealing up screw is liftoff 100mm, intermediate sealing up screw are arranged according to 400mm spacing, top distance
Top plate is less than or equal to 300mm, and pressure foot is installed in foundation root, to drawing water-proof bolt to be less than or equal to 200mm apart from negative and positive angle.
As optimal technical scheme, in above-mentioned steps (5), the grade of compressive strength of the water-tight concrete is C30, impervious
Grade is P8.
As optimal technical scheme, the maximum particle of crushed stone used of the water-tight concrete is 40mm, the slump be 80~
120mm, sand coarse aggregate ratio 30%, match ratio are cement:Water:Sand:Rubble=1:0.38:1.11:2.72；Water-tight concrete of the present invention is matched
Composition and division in a proportion is optimal by testing in many ways and field practice experience, that is, is convenient for site operation, in turn ensures quality in site.
As optimal technical scheme, in above-mentioned steps (5), when pouring every layer concrete, carried out using poker vibrator
It vibrates, 90% for pouring thickness and being less than vibrating spear effective length of concrete, the vibrating time of each position is thick with concrete
Aggregate no longer significantly sinks, be laid with uniformly, layering is clear, without aggregate concentration phenomenon and starts subject to bleeding.
Advantageous effect of the present invention：
The construction method of the present invention is by pipeline base treatment, and concrete U-type cushion block is combined with pre-buried steel band, and layering is poured
Building technology, trench backfill had both solved the technical issues of unstability of tube body, the infiltration leak of tube body interface and pipeline anti-floating
Technical problem, and environmentally friendly, safety construction advantageous effect can be played.
Description of the drawings
Fig. 1 is that underground tube body of the present invention assures the structural schematic diagram that concrete blinding is assured in construction；
Fig. 2 is the structural schematic diagram that underground tube body of the present invention assures construction joint in construction；
Fig. 3 is the construction schematic diagram that underground tube body of the present invention assures trench backfill in construction；
The meaning respectively identified in above-mentioned figure is：1- steel pipes, this offset plate of 2-, 3- assure concrete, the 4- lumps of wood, the bis- cross bars of 5-,
6- bearing diagonals, 7- groove pedestals, 8- fluid sealants, 9- softboards, 10- bed courses, 11- graded sand and stones, 12- boulders, 13- stones
Bits.
Specific implementation mode
The present invention is described further With reference to embodiment, it is pointed out that following implementation is only
It is the indicative explaination done to the present invention in the form of enumerating, but protection scope of the present invention is not limited to that, Suo Youben
The technical staff in field each falls within protection scope of the present invention with the equivalent replacement that the spirit of the present invention is the present invention.
Embodiment
Underground tube body assures construction method, please refers to Fig.1, Fig. 2, Fig. 3, includes the following steps：
1) pipeline groove excavates
It according to the design height of groove, is excavated using slope formula, channel excavation line should increase 500mm per side；Wherein, pipeline
Groove pedestal after channel excavation is gravel layer or sandstone layer, if groove pedestal 7 is filling soil layer, filling soil is changed with sandstone
Layer is to gravel layer or sandstone layer；Wherein, sandstone changes the compactness coefficient filled out not less than 0.97；
2) bed course foundation construction
Using concreting bed course 10, the concrete crushing strength grade that uses is C20, bed course 10 pours thickness and is
10cm, every the pre-buried latch closures for fixed -piping of 2m, bed course 10 is timely after having poured for conduit axis both sides when pouring bed course 10
Maintenance；
3) Pipe installing is fixed
U-shaped concrete pad supporting pipeline is first passed through, makes tube bottom away from bedding plane 400mm, then passes through 3cm × 1.5mm steel
The band latch closure pre-buried with bed course, which is connect, makes pipeline fix, ensure pour assure concrete when, pipeline is non-rising；Pipe joint is pacified
It installs and carries out closed-water test after finishing, water percolating capacity must not exceed code requirement (GB50268)；Wherein, pipeline increases for HDPE hollow walls
When strong winding pipe, interface uses hot-melt adhesive paste；When pipeline is concrete duct, interface uses spigot-and-socket flexible interface, and rubber is used in combination
Rubber sealing；When pipeline is steel pipe, interface is connected using welding manner；
4) concrete blinding construction is assured
Referring to Fig. 1, getting out the wood glue plate 2 of 1cm thickness as template, 5cm × 5cm lumps of wood 4, Φ 48 × 3.5mm steel pipes
1；According to design requirement, concrete sideline is assured in the good central axes of surveying and locating, pop-up, and 16 reinforcing bars of Φ are implanted into every 1.5m along sideline
To do reinforcing template effect；Assembled formwork later fixes perpendicular rib with 5cm × 5cm lumps of wood 4 by 50cm spacing, and 4 top of the lumps of wood exceeds
Template top 200mm；It is reinforced using Φ 48 × 3.5mm steel pipe supports outside template, one of bearing diagonal 6, diagonal brace angle is set every 3m
Degree is 60 °；3 double cross bars 5 are set, and the spacing between double cross bars 5 is 90cm, and first pair of cross bar 5 is 5cm away from bedding plane；Often
Every 1.5m, 1 montant is set；It is carried out later to drawing and inner support using water-stop opposite-pulling screw rod：First of sealing up screw is liftoff 100mm,
Intermediate sealing up screw is arranged according to 400mm spacing, and top is less than or equal to 300mm, foundation root installation pressure apart from top plate
Sole, to drawing water-proof bolt to be less than or equal to 200mm apart from negative and positive angle；
5) concrete construction is assured
Clear up the sundries adhered to outside tube body, and wetting of sprinkling water；Get out concrete, concrete use grade of compressive strength for
C30, seepage-resistant grade P8, maximum water-cement ratio no more than 0.50, the maximum particle of crushed stone used are 40mm, the slump be 80~
120mm, sand coarse aggregate ratio 30%, match ratio are cement:Water:Sand:Rubble=1:0.38:1.11:2.72 water-tight concrete；It constructed
Concrete is poured into a mould simultaneously using layering, symmetrical, both sides in journey, concrete blowing thickness does not allow to be more than total thickness when pouring first layer
The 1/3 of degree, after first layer concrete initial set, pours remaining section, until concrete bottom identity distance tube bottom 400mm, top of concrete
Away from tube top 500mm；When pouring every layer concrete and pouring, vibrated using poker vibrator, the thickness that pours of concrete is wanted
Less than the 90% of vibrating spear effective length, the vibrating time of each position is no longer significantly sunk with concrete coarse aggregate, is laid with equal
Even, layering is clear, without aggregate concentration phenomenon and starts subject to bleeding, prevents owed to shake, leakage or cross to shake phenomenon from occurring；Casting process
In, whether moment observation conduit axis and absolute altitude there is deviation, if there is stopping immediately pouring, and timely processing simultaneously searches original
Cause improves casting craft；It being conserved using covering geotextiles watering mode after concrete final set, concrete curing should be carried out continuously,
Concrete surface and all sides remain moistening, curing time 28d during maintenance；
6) concrete construction joint processing is assured：Referring to Fig. 2, assure concrete 3 sets one of expansion joint, slit width every 20m
30mm, and use asphalt to be impregnated with, softboard 9 progress barrier of the density less than 0.4g/30mm, expansion joint both ends use
Fluid sealant 8 blocks；
7) trench backfill：It is backfilled referring to Fig. 3, assuring after concrete reaches age, backfill earth material must not have
Machine impurity must not use mud or muck soil as filler, and steps are as follows for Specific construction：
A, graded sand and stone 11 is backfilled between the high 200mm in 3 top surface of concrete to assuring prior to 10 level of bed course, control compactness
Coefficient is not less than 0.95；
B, continue to backfill with boulder 12, use 11 cementation of fissures of graded sand and stone later, finally use aggregate chips 13 or backfilled using roadbed
Method be backfilled to road surface, control compaction and subsidence difference is less than 5mm.
Claims (9)
1. underground tube body assures construction method, it is characterised in that include the following steps：
1) pipeline groove excavates：According to the design height of groove, excavated using slope formula；Wherein, the ditch after pipeline groove excavates
Slot pedestal is gravel layer or sandstone layer, if slot pedestal is filling soil layer, filling soil layer is changed to gravel layer or sandstone with sandstone
Layer；
2) cushion construction：Using concreting bed course, the pre-buried ring for fixed -piping in conduit axis both sides when pouring bed course
Button, maintenance in time after bed course has poured；
3) Pipe installing is fixed：U-shaped concrete pad supporting pipeline is first passed through, steel band is then used to connect with the pre-buried latch closure of bed course
Connecing makes pipeline fix, and pipe joint carries out closed-water test after installing；
4) concrete blinding construction is assured：According to design requirement, assembled formwork fixes perpendicular rib, and outside is reinforced by holder, is used
Water-stop opposite-pulling screw rod is carried out to drawing and inner support；
5) concrete construction is assured：Using layering, symmetrical, both sides while pouring ladle pipe concrete, assured when pouring first layer mixed
Solidifying soil blowing thickness does not allow 1/3 more than overall thickness, after first layer assures concrete initial set, pours remaining section；The packet
Pipe concrete is impervious no more than 0.50 not less than P6, maximum water-cement ratio not less than C30, seepage-resistant grade using grade of compressive strength
Concrete；
6) concrete construction joint processing is assured：It assures concrete and sets one of expansion joint, slit width 30mm every 15~25m, and use
Asphalt is impregnated with, softboard of the density less than 0.4g/30mm carries out barrier, and expansion joint both ends are blocked using fluid sealant；
7) trench backfill：It assures after concrete reaches age and is backfilled, backfill earth material must not contain organic impurities, must not use
As filler, Specific construction step is for mud or muck soil：Prior to bed course level to assuring between the high 200mm of top of concrete
Graded sand and stone is backfilled, control compactness coefficient is not less than 0.95；Continue to backfill with boulder later, and is filled using graded sand and stone
Seam；It finally is backfilled to road surface with aggregate chips or using the method for roadbed backfill, control compaction and subsidence difference is less than 5mm.
2. underground tube body as described in claim 1 assures construction method, it is characterised in that in step (1), the sandstone, which changes, to be filled out
Compactness coefficient be not less than 0.97.
3. underground tube body as described in claim 1 assures construction method, it is characterised in that in the step (2), what is used is mixed
Solidifying soil grade of compressive strength is C20, and it is 10cm that bed course, which pours thickness,.
4. underground tube body as described in claim 1 assures construction method, it is characterised in that in step (3), the pipeline is
When HDPE hollow walls enhance winding pipe, interface uses hot-melt adhesive paste；When the pipeline is concrete duct, interface uses spigot-and-socket
Flexible interface, the sealing of blend rubber circle；When the pipeline is steel pipe, interface is connected using welding manner.
5. underground tube body as described in claim 1 assures construction method, it is characterised in that in step (4), the outside passes through
Holder reinforces specific method：It is reinforced using Φ 48 × 3.5mm steel pipe supports, sets one of bearing diagonal every 3m, diagonal brace angle is
60°；3 double cross bars are set, and the spacing between double cross bars is 90cm, and first pair of cross bar is 5cm away from bedding plane；It is set every 1.5m
Set 1 montant.
6. underground tube body as described in claim 1 assures construction method, it is characterised in that described to use sealing in step (4)
Screw arbor with nut at both-ends carries out：First of sealing up screw is liftoff 100mm, intermediate sealing up screw according to
400mm spacing is arranged, and top is less than or equal to 300mm apart from top plate, and pressure foot is installed in foundation root, to drawing water-proof bolt
It is less than or equal to 200mm apart from negative and positive angle.
7. underground tube body as described in claim 1 assures construction method, it is characterised in that in step (5), the impervious coagulation
Soil grade of compressive strength be C30, seepage-resistant grade P8.
8. underground tube body as claimed in claim 7 assures construction method, it is characterised in that the water-tight concrete it is used broken
Stone maximum particle diameter is 40mm, the slump is 80~120mm, sand coarse aggregate ratio 30%, and match ratio is cement:Water:Sand:Rubble=1:
0.38:1.11:2.72。
9. underground tube body as described in claim 1 assures construction method, it is characterised in that in step (5), pour every layer and assure
It when concrete, is vibrated using poker vibrator, the thickness that pours for assuring concrete is less than vibrating spear effective length
90%, the vibrating time of each position is no longer significantly sunk with assuring concrete coarse aggregate, is laid with uniform, the clear, bone free of layering
Material concentration phenomenon simultaneously starts subject to bleeding.
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| CN201810213530.2A CN108412016A (en) | 2018-03-15 | 2018-03-15 | Underground tube body assures construction method |
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| CN201810213530.2A CN108412016A (en) | 2018-03-15 | 2018-03-15 | Underground tube body assures construction method |
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| CN111075992A (en) * | 2020-01-03 | 2020-04-28 | 青岛华德仪表工程有限公司 | Water supply pipeline construction method |
| CN111335441A (en) * | 2020-03-16 | 2020-06-26 | 广西建工集团第四建筑工程有限责任公司 | Construction method of sewage pipe in region where hard rock penetrates through petroleum pipeline |
| CN111457157A (en) * | 2020-04-20 | 2020-07-28 | 中国十七冶集团有限公司 | Production and installation method of outdoor multi-professional prefabricated pressure pipeline set |
| CN112112249A (en) * | 2020-09-15 | 2020-12-22 | 北京建工土木工程有限公司 | Rapid construction method for non-stop water touch connection of newly-built sewage pipeline and main pipeline |
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| CN109024841A (en) * | 2018-08-21 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of construction method of highway engineering buried concrete pipeline reinforcement by connection |
| CN110701421A (en) * | 2019-08-29 | 2020-01-17 | 中国二冶集团有限公司 | Method for plugging water source of large-diameter pipeline |
| CN111075992A (en) * | 2020-01-03 | 2020-04-28 | 青岛华德仪表工程有限公司 | Water supply pipeline construction method |
| CN111075992B (en) * | 2020-01-03 | 2021-12-17 | 青岛华德仪表工程有限公司 | Water supply pipeline construction method |
| CN111335441A (en) * | 2020-03-16 | 2020-06-26 | 广西建工集团第四建筑工程有限责任公司 | Construction method of sewage pipe in region where hard rock penetrates through petroleum pipeline |
| CN111457157A (en) * | 2020-04-20 | 2020-07-28 | 中国十七冶集团有限公司 | Production and installation method of outdoor multi-professional prefabricated pressure pipeline set |
| CN112112249A (en) * | 2020-09-15 | 2020-12-22 | 北京建工土木工程有限公司 | Rapid construction method for non-stop water touch connection of newly-built sewage pipeline and main pipeline |
| CN112112249B (en) * | 2020-09-15 | 2022-03-11 | 北京建工土木工程有限公司 | Rapid construction method for non-stop water touch connection of newly-built sewage pipeline and main pipeline |
| CN114294473A (en) * | 2022-01-27 | 2022-04-08 | 上海隧道工程有限公司 | Anti-floating construction method for pipe burying of fluid soil trench |
| CN114294473B (en) * | 2022-01-27 | 2024-05-10 | 上海隧道工程有限公司 | Anti-floating construction method for buried pipe of fluid soil ditch |
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Application publication date: 20180817 |